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DRAWN BY. DESIGN BY
<br /> AG, C.W,P.
<br /> ACCUSTREAM 1 CHCKD BY: PROD NO
<br /> O.W.P. 12-1366
<br /> ORIGINAL DATE:
<br /> JUNE 1,2012
<br /> TITLE SHEET, NOTES & LEGEND 1 %%f/ytIRcWOIUN
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<br /> NEW BRIGHTON, MN
<br /> 13
<br /> GENERAL NOTES CURB 8 BITUMINOUS NOTES I _ _ h ° ,750 i A I I,..1 y' .1 y'`f.
<br /> THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR „ r i
<br /> ���`�` '� i • ./ / % 1,1K` "1
<br /> LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR CONSTRUCTION IS CONSIDERED INCIDENTAL / i '`` f ` f 1 /f/�/�/�/�///�/�. / '\\\`1~\J.�'
<br /> ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN I / /%`- //.. T, t\
<br /> DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO BACKFIWNG OF CURB IS INCIDENTAL TO CURB INSTALLATION. / J� / //, �s��
<br /> AVOID DAMAGE TO THESE UTILITIES. / ,
<br /> CONTACT GOPHER STATE ONE-CALL AT(651)454-0002 FOR EXISTING USE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MINNESOTA I I / // '/' • - ,j`.\ ,1
<br /> MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MMUTCD)AS NECESSARY 1 1 1/ , —
<br /> UTILITY LOCATIONS. WHENEVER GRADING,UTILITY,OR PAVING OPERATION ENCROACH ONTO 1 1 '/// I%J��
<br /> ADJACENT STREETS OR PUBLIC RIGHT-OF-WAY. 1 1 ��//j;1 �/�j��/ // „/f '//// 'T\ 1 W
<br /> THE CONTRACTOR SHALL FIELD VERIFY SIZE,ELEVATION,AND LOCATION OF z 11 � a
<br /> EXISTING SANITARY SEWER,STORM SEWER,AND WATARMAIN AND NOTIFY RESTORE DISTURBED BITUMINOUS TO EXISTING OR BETTER SECTION. SEE W s ' 11 I <• 309 5th AVENUE' - �i1
<br /> ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. NOTE AT BOTTOM OF PLAN REGARDING RESTORATION IN NORTHWEST 1 I �2-STORY BUILDING / \;
<br /> PARKWAY. Ib 11 FOOTPRINT AREA - 22,827 SO. FT \ \ \
<br /> ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE CITYS GENERAL \ II tit. /, t \
<br /> N.
<br /> SPECIFICATIONS AND STANDARD DETAIL PLATES / 11 pgpVpSD Ap MOM I„' APPROXIMATE HEIGHT ABOVE GRADE 25 /•
<br /> SAW-CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE OA I 1 ESA-VIM / ` \
<br /> BUTT-JOINT. Q & 1 - ,�'ON,
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<br /> CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF I 11- NFm24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES PROVIDE 4 INCHES OF CLASS 5 UNDER CURB(INCIDENTAL). . l ¢U Z gTO EXISTING HOMES OR BUSINESSES. �i ,' ''!. I _I '�u Uei 1'Y f/- w •NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF '1 l\ Z p F FQ -lO
<br /> CONSTRUCTION. . Z I '1\J •F\ '-> 0:§ ' ,`2
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<br /> CONTACT MARK HERRICKFO IN THE CITYS ENGINEERING DEPARTMENT If*i ",'=��\ �•�� I 1 w Q 212 '; U
<br /> (651-638-2054)FOR INSPECTION OF ALL STREET AND UTILITY WORK WITHIN I • I-❑ Ri
<br /> NORTHWEST PARKWAY AND IN THE POND AND PARK AREAS. THIS ALSO - -I!! --'\ /,/'\j'•. '',`•:- ---- --� I_--- I QF j¢W 0 -�'�
<br /> INCLUDES THE REALIGNMENT STORM SEWER ON THE WEST SIDE OF THE I ! '�1 y¢F ♦I
<br /> PROPERTY. l Ir o! ----Y---- I---- 1 ,_¢ F\ ,:N
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<br /> 1 l..-rll f1' n�9 l r1TrT f ! ___ I' ow¢ N
<br /> STORM SEWER NOTES ( �_� i ( l I b/ ----�--- I- r a Fl ♦
<br /> FIELD VERIFY SIZE,ELEVATION,AND LOCATION OF EXISTING STORM SEWER 500 1 I 1 w¢N y
<br /> AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS, i -----Ij"— I 1 =
<br /> WHEN CALLED OUT AS PIPE,STORM SEWER SHALL BE REINFORCED CONCRETElt711111. ; I 1 y a o
<br /> PIPE(RCP)ANSI C76 WITH R-4 GASKETS OR,IF ALLOWED BY CITY,HDPEEll1 G - — .— — —. — — — — — — I—.
<br /> PIPE MAY BE USED, (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED-) �� ROM BITIMf10U8 N.
<br /> HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294,TYPE S WITH 4ACCESS `
<br /> WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR > �‘ • m
<br /> BACKF1LLING AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WITH THE Know
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<br /> REQUIREMENTS OF ASTM 2321. Kn Call before elyou dig, I r" - - - T I \ Z
<br /> _—_ - _ — — ,� o
<br /> ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF - f - -'-- - '---"--T - Z
<br /> THE BUILDING OR WATER SERVICE UNE MUST BE TESTED IN ACCORDANCE _ I r' I ¢
<br /> �� , 1
<br /> WITH MINNESOTA RULES,PART 4715.282. 1 1 I I '�. SE M Z
<br /> EXISTING DII EXISTING RU11IDING 1 I( I F E.
<br /> STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ I I I EA W
<br /> APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR
<br /> WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS I
<br /> AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. I I I I. I m W
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<br /> PREPARED FOR:
<br /> ROSA
<br /> LEGEND ARCHITECTURAL
<br /> GROUP
<br /> EXISTING UNDERGROUND TELEPHONE I PROPOSED WATER PIPE _Ai/�
<br /> —`- — - EXISTING UNDERGROUND ELECTRIC —)->� PROPOSED SANITARY SEWER PIPE MAP�� i i i - \
<br /> • EXISTING GAS UNE y>>>-7> VICINITY— PROPOSED STORM SEWER PIPE VCINITY 0
<br /> ❑E EXISTING ELECTRICAL PEDESTAL —«—awe•—oho PROPOSED DRAINTILE AND CLEAN-OUT
<br /> EXISTING GAS METER ® PROPOSED STORM MANHOLE 4" , SITE PLANNING
<br /> 7 EXISTING TELEPHONE BOX 914 PROPOSED CONTOUR SHEET INDEX BENGINEERING
<br /> ' EXISTING LIGHT POLE X920.60 PROPOSED SPOT ELEVATION Cl TITLE SHEET, NOTES & LEGEND PLOWS
<br /> (GUTIFAIINE,BDUYINOOS SURFACE,OR GROUND
<br /> EXISTING STORM SEWER SURFACE UNLESS OTHERWISE INDICATED) I C2 GRADING, DRAINAGE & EROSION CONTROL PLAN ENGINEERING,INC.
<br /> -.-- PROPOSED SILT FENCE C3 CURBING, PAVING & UTILITY PLAN 6776 LAKE DRIVE
<br /> EXISTING WATER MAIN I SUITE 110
<br /> •PROPOSED DIRECTION OF DRAINAGE SITES C4 DETAILS LINO LAKES,MN 55014
<br /> EXISTING SANITARY SEWER r 1 FF,•./// i♦z C5 STORMWATER POLLUTION PREVENTION PLAN PHONE:(651)361A210
<br /> PROPOSED NEW BITUMINOUS SURFACE AAA.",f F A• FAX:(651)361-0701
<br /> EXISTING STORM MANHOLE {
<br /> • EXISTING CATCH BASIN 1 PROPOSED FILTRATION MEDIA NORTH
<br /> lA\, ,.e\j1 PROPOSED POROUS PAVEMENT
<br /> EXISTING GATE VALVE
<br /> CT
<br /> 14
<br /> 0 PROPOSED INLET PROTECTION
<br /> EXISTING HYDRANT
<br /> EXISTING SANITARY SEWER MANHOLE
<br /> 0 15 30
<br /> 914 EXISTING CONTOUR
<br /> • EXISTING SPOT ELEVATION N.T.S. I INCH•30 FEET
<br /> EXISTING TREES elTITLE SHEET, LEGEND&NOTES
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